Bulk Tanks Structures Bodegas DWG Plan for AutoCAD

Bulk Tanks Structures Bodegas DWG Plan for AutoCAD

STRUCTURAL PLANS BULK DEPOSITS (CONTAINS: DISTRIBUTION, CORTES, LIFTS, TECHNICAL, AND TECHNICAL DETAILS OF METAL STRUCTURES) ROUTE: STRUCTURES – FOUNDATIONS: BODEGAS 1, 2, 3. – STRUCTURES – ROOFING (METAL FRAME): BODEGAS 1, 2, 3 STRUCTURES – DETAIL: BODEGAS 1, 2, 3. – ( Deposits – Warehouses )

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

reduction coefficient, structural configuration, level, zusc, regular, reinforced concrete., calaminón plate type, soil, seismic ampilfication factor, type c building category, factor, descriptive memory, regular configuration, lightweight roof lightweight, metal porticoes type tijeral, on pedestals, shoes, columns, _ national regulations of constructions, technical specifications, perimeter, support plant, see detail, cut and and, support plant, compacted subgrade, typical detail of pavement, see detail, typical , metal column, temper detail, metalia columns, metal column, aa cut, bb cut, mobile support, fixed support, reinforced concrete column, fixing, joist, brace detail, hardener, view plant detail, tube, zz cut , pl calaminon, panel type, variable, typical brace joists, concrete pedestal column, existing wall, timpano, calaminón plate, panel type or similar, detail timp outer anus, concrete pedestal column, ridge, concrete column, roofed area to be demolished, gutter, sump, new wall, existing roof area, electric, sub station, built area, exit, entrance, cistern and, pumping house, area to demolish, projection of, and metal column, concrete floor, closure with fiber cement slabs, ridge axle, warehouse a, sh., shoe box, column d or beam, specified d, typical detail, bending of stirrups , flooring, typical pedestal detail, xx cut, typ., column, metal, existing overlay, existing foundation, existing beam, overlay, foundation widening, wall, npt. variable, new envelope, column table, proy. channel, existing, structures – foundations, deposits s.a., cad :, location :, plane :, owner :, professional :, revised :, date :, lamina :, scale :, ing. l.p.d., mosseli d., structures – roofs, structures – details

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V= 3.56 Regular 3.00 FUERZA CORTANTE 3.24 S= 3+0.004(800-500) = 4.2 5.00 SEPARACION SISMICA de concreto armado. de plancha tipo Calaminón. Suelo Factor de ampilficación sismica Categoría de la edificación Tipo C Factor 2.00 PARAMETROS SISMICOS Z= Zona 3 Tipo S1 R= 4.00 DESPLAZAMIENTOS MAXIMOS RELATIVOS (cm.) SENTIDO "Y" S= U= C= MEMORIA DESCRIPTIVA Configuración regular, techo liviano de plancha tipo liviano Pórticos metalicos tipo tijeral, sobre pedestales Concreto f'c=210 Kg/cm2. .01 4.00 ESTRUCTURAS DE ACERO Pernos grado 5 Electrodo E-60 Fierro liso fy= 4,200 Kg/cm2. Acero fy= 2,500 Kg/cm2. 2.00 CONCRETO SIMPLE 3.00 SUELO .01 t = 4.00 Kg/cm2. .02 Profundidad : 1.20 a 1.70 mt. Acero fy= 4200 Kg/cm2. .01 .02 .03 .04 .01 .02 Separación sísmica = 2.5cm. 1.00 CONCRETO ARMADO: Zapatas Columnas 6.00 NORMATIVIDAD .02 .01 : 5.0 cm. : 4.0 cm. 5.00 RECUBRIMIENTOS _ Reglamento Nacional de Construcciones Subzapata : f'c : 100 Kg/cm2.+40% P.G.T.max. 6" resistente), E-050 (Suelos), E-060 (Concreto armado), - Normas Técnicas E-020 (Cargas), E-30 (Diseño sismo_ ESPECIFICACIONES TECNICAS S/2= 4.2/2 =2.1cm. ó 2/3Smax.=2/2(3.56) =2.37cm. d1/2" liso 5 PL. 300X200x1/4" perimetral Planta Apoyo Ver Detalle 5 5 ESC:1/10 6 Pernos d3/4" L= .50 grado 5 5 PL 300x200x1/4" perimetral 5 5 ESC:1/10 2"x 2"x 1/4" d1/2" liso d1/2" liso ESC:1/10 Perno d3/4" PL 400x300x3/8" 5 5 5 5 5 CORTE Y-Y 5 5 DETALLE N°1 5 PLANTA APOYO 5 CARPETA ASFALTICA 5cm. SUBRASANTE COMPACTADA AFIRMADO COMPACTADO 20 cm NPT.±0.00 ESC:1/10 DETALLE TIPICO DE PAVIMENTO (ELIMINAR MATERIA ORGANICA O DESMONTE) 5 N°1 VER DETALLE ESC:1/25 TIPICA COLUMNA METALICA Y Y PL 400x300x3/8" 5 PL 400x300x1/4" PL 300x200x1/4" d1/2 LISO 5 5 5 5 5 PL 3/8" .20 DETALLE TEMPLADOR ESC:1/5 6 .15 d3/4" LISO PL 1/4" PIN 1/2" 5 Canaleta PVC. d6" PL 200x1/4" d 1/2" liso PL 1/4" PL 3/8"x700x450 1/4"x 1/8" ESC:1/10 5 DETALLE N°2 5 DETALLE 04 VM - 02 VM - 01 \A1;BRIDA SUPERIOR 2L 2"x2"x\S3/16;" \A1;1"\S1/2;x1/8" DETALLE 07 DETALLE 08 \A1;2L 1" x 1" x \S1/8;" VM - 01 CUBERTURA DE PLANCHAS DE ETERNIT DE 6' \A1;2L 1\S1/2;"x1\S1/2;"x\S3/16;" \A1;BRIDA SUPERIOR 2L 2"x2"x\S3/16;" VM - 01 VM - 02 DETALLE 04 COLUMNAS METALIA DETALLE 03 \A1;2L 1\S1/2;"x 1\S1/2;"x \S1/8;" \A1;BRIDA INFERIOR 2L 1\S1/2;"x1\S1/2;"x\S3/16;" \A1;2 L 2" x 2" x \S1/8;" \A1;2 L 2" x 2" x \S1/8;" \A1;2L 1\S1/2;"x 1\S1/2;"x 3/16" COLUMNA METALICAS DETALLE 09 ESC: 1/50 TIJERAL T-1 \A1;BRIDA INFERIOR 2L 1\S1/2;"x1\S1/2;"x\S3/16;" 5 DETALLE 05 5 5 5 5 5 5 ESC: 1/20 B B \A1;2 L 1" x 1" x \S1/8;" Ø 1/2" 5 VM-01 (VIGUETA DE COMPRESION) 5 5 Ø 1/2" \A1;2 L 1" x 1" x \S1/8;" 5 \A1;2 L 1" x 1" x \S1/8;" \A1;2 L 1" x 1" x \S1/8;" \A1;L 1" x 1" x \S1/8;" \A1;2 L 1" x 1" x \S1/8;" ESC: 1/20 Ø 1/2" Ø 1/2" A A 5 5 Ø 1/2" CORTE A-A ESC: 1/10 \A1;L 1" x 1" x \S1/8;" 5 5 VM-02 \A1;2 L 1" x 1" x \S1/8;" 5 \A1;2 L 1" x 1" x \S1/8;" Ø 1/2" 5 ESC: 1/10 CORTE B-B ESC: 1/5 APOYO MOVIL ESC: 1/5 APOYO FIJO de 0.30 x 0.30 mts. \A1;Plancha metálica de e=\S3/8;", \A1;soldadura \S5/32;" 6 cmts. 3 cmts. \A1;soldadura \S5/32;" 6 cmts. \A1;soldadura \S5/32;" \A1;soldadura \S5/32;" 3 cmts. \A1;BRIDA INFERIOR 2L 1\S1/2;"x1\S1/2;"x\S3/16;" Columna de Concreto Armado 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Columna de Concreto Armado \A1;BRIDA INFERIOR 2L 1\S1/2;"x1\S1/2;"x\S3/16;" 3 cmts. \A1;soldadura \S5/32;" \A1;soldadura \S5/32;" 6 cmts. 3 cmts. \A1;soldadura \S5/32;" 6 cmts. \A1;soldadura \S5/32;" de 0.30 x 0.30 mts. \A1;Plancha metálica de e=\S3/8;", de 0.30 x 0.30 mts. \A1;Plancha metálica de e=\S3/8;", de fijaciòn \A1;a Ø \S5/8;" en columna \A1;Plancha metálica de \S3/8;", soldada 6 cmts. \A1;soldadura \S5/32;" 5 PL 1/4" 5 5 6 cmts. \A1;soldadura \S5/32;" \A1;soldadura \S5/32;" 3 cmts. \A1;soldadura \S5/32;" 5 cmts. \A1;soldadura \S5/32;" 10 cmts. PL 1/4" 5 3 cmts. \A1;soldadura \S5/32;" 5 cmts. \A1;soldadura \S5/32;" Perno de 5/8" DETALLE 09 ESC: 1/5 ESC: 1/5 ESC: 1/5 ESC: 1/5 ESC: 1/5 ESC: 1/5 ESC: 1/5 6 cmts. \A1;soldadura \S5/32;" 3 cmts. PL 1/4" \A1;soldadura \S5/32;" 5 5 3 cmts. \A1;soldadura \S5/32;" 6 cmts. \A1;soldadura \S5/32;" PL 1/4" DETALLE 08 10 cmts. \A1;soldadura \S5/32;" DETALLE 06 5 cmts. \A1;soldadura \S5/32;" PL 1/4" 3 cmts. \A1;soldadura \S5/32;" \A1;soldadura \S5/32;" 6 cmts. 5 5 5 5 PL 1/4" \A1;soldadura \S5/32;" 6 cmts. 3 cmts. \A1;soldadura \S5/32;" 10 cmts. \A1;soldadura \S5/32;" \A1;soldadura \S5/32;" 5 cmts. DETALLE 07 5 5 6 cmts. \A1;soldadura \S5/32;" PL 1/4" 5 6 cmts. \A1;soldadura \S5/32;" 5 cmts. \A1;soldadura \S5/32;" 10 cmts. \A1;soldadura \S5/32;" DETALLE 05 5 3 cmts. \A1;soldadura \S5/32;" DETALLE 04 \A1;soldadura \S5/32;" 10 cmts. \A1;soldadura \S5/32;" 5 cmts. \A1;soldadura \S5/32;" 6 cmts. \A1;soldadura \S5/32;" 3 cmts. PL 1/4" DETALLE 03 \A1;soldadura \S5/32;" 10 cmts. \A1;soldadura \S5/32;" 5 cmts. \A1;soldadura \S5/32;" 6 cmts. \A1;soldadura \S5/32;" 3 cmts. 5 5 \A1; PL 1/4" 5 5 DE VIGUETA ESC:1/50 DETALLE DE ARRIOSTRE d 3/8" VIGUETA VM-01 VIGUETA VM-01 d 3/8" TEMPLADOR DETALLE TEMPLADOR ESC:1/10 5 d1" .10 TEMPLADOR ESC:1/10 VISTA PLANTA DETALLE 5 6 6 6 DETALLE 04 VM - 02 VM - 01 \A1;BRIDA SUPERIOR 2L 2"x2"x\S3/16;" \A1;2L 1\S1/2;"x1\S1/2;"x\S3/16;" DETALLE 07 DETALLE 08 \A1;2L 1" x 1" x \S1/8;" VM - 01 CUBERTURA DE PLANCHAS DE ETERNIT DE 6' \A1;2L 1\S1/2;"x1\S1/2;"x\S3/16;" \A1;BRIDA SUPERIOR 2L 2"x2"x\S3/16;" VM - 01 VM - 02 DETALLE 06 COLUMNA METALICA DETALLE 03 \A1;2L 1\S1/2;"x 1\S1/2;"x \S1/8;" \A1;BRIDA INFERIOR 2L 1\S1/2;"x1\S1/2;"x\S3/16;" \A1;2 L 2" x 2" x \S1/8;" \A1;2 L 2" x 2" x \S1/8;" \A1;2L 1\S1/2;"x 1\S1/2;"x \S1/8;" COLUMNA METALICA DETALLE 09 ESC: 1/50 TIJERAL T-2 \A1;BRIDA INFERIOR 2L 1\S1/2;"x1\S1/2;"x\S3/16;" 5 DETALLE 05 5 5 5 5 5 5 \A1;PL 300x200x\S1/4;" \A1;soldadura \S5/32;" de fijaciòn \A1;PL. 400x300x\S1/4;" 5 CORTE B-B ESC:1/10 1"x 1"x 1/8" d 1/2" 5 3 1d 1/2" 5 1d 1/2" 2 1"x 1"x 1/8" ESC:1/10 CORTE A-A 3 3 ESC:1/25 VM-02 ESC:1/25 VM-01 (VIGUETA DE COMPRESION) d3/8" liso ESC:1/10 VIGA VM-03 5 d3/8" liso 1 1/2"x 1/8" PL 200x200x1/4" 2"x4"x3mm. Tubo 5 5 3 DETALLE N°4 ESC:1/10 CORTE Z-Z ESC:1/25 4"x2"x1/4" 4"x2"x1/4" PL 200x200x1/4" PL 200x200x1/4" VM-03 PL 200x200x1/4" 2"x4"x3mm. Tubo VM-03 <> PL CALAMINON TIPO PANEL 3 3 5 5 VARIABLE ESC:1/50 VM-02 VARIABLE d 1/2" ARRIOSTRE TIPICO VIGUETAS (ARRIOSTRE) 5.80 VM-01 O VM-02 B B 2 1"x 1"x 1/8" 1d1/2" 1"x 1"x 1/8" 2 3 3 5 5 5 5 1d1/2" 5 B B 2 1"x 1"x 1/8" 1d1/2" 1"x 1"x 1/8" 2 3 3 5 5 5 1d1/2" 5 5 1"x 1"x 1/8" 2 COLUMNA PEDESTAL DE CONCRETO 4"x2"x1/4" PL 200x200x1/4" 5 VM-03 4"x2"x1/4" PL 200x200x1/4" 5 VM-03 VM-03 PL 200x200x1/4" VM-03 VM-03 VM-03 4"x2"x1/4" 4"x2"x1/4" PL 200x200x1/4" Tubo 2"x4"x3mm. 4 4 COLUMNA PEDESTAL DE CONCRETO MURO EXISTENTE 4"x2"x1/4" TIMPANO Plancha Calaminón tipo panel ó similar Z Z DETALLE TIMPANO EXTERIOR ESC. : 1/50 5 7.50 .90 11.40 COLUMNAS METALICAS .30x.30 COLUMNA PEDESTAL DE CONCRETO 5 11.40 5 5 COLUMNAS METALICAS .30x.30 COLUMNAS METALICAS .30x.30 4"x2"x1/4" 4"x2"x1/4" Plancha Calaminón tipo panel ó similar CUMBRERA COLUMNAS METALICAS .30x.30 COLUMNAS METALICAS .30x.30 Tubo 2"x4"x3mm. DETALLE DE CIERRE LATERAL (TIPICO) ESC. : 1/50 COLUMNA PEDESTAL DE CONCRETO PL 1/4" N°2 VER DETALLE N°2 VER DETALLE ESC: 1/5 6 cmts. \A1;soldadura \S5/32;" 3 cmts. PL 1/4" \A1;soldadura \S5/32;" 5 5 3 cmts. \A1;soldadura \S5/32;" 6 cmts. \A1;soldadura \S5/32;" PL 1/4" DETALLE 06 COLUMNA DE CONCRETO AREA TECHADA A DEMOLER 5 5 JUNTA 2" JUNTA 2" JUNTA 2" JUNTA 2" JUNTA 2" JUNTA 2" JUNTA 2" 5 5 5 5 5 5 5 BODEGA 3 CANALETA SUMIDERO N.P.T.=-0.15 5 5 5 5 5 5 5 5 5 5 5 5 G F MURO NUEVO MURO EXISTENTE AREA TECHADA EXISTENTE ELECTRICA SUB ESTACION 5 5 5 N.P.T.=-0.50 5 E 5 0.025 9 N.P.T.=0.00 AREA CONSTRUIDA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C 5 5 5 5 5 5 5 5 5 5 5 D A B 5 5 5 5 5 5 5 5 5 5 5 5 5 15 14 13 12 11 10 8 7 6 5 4 3 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 SALIDA INGRESO H D C A B 5 5 5 5 5 5 5 5 BODEGA 2 BODEGA 1 Cisterna y Caseta de bombeo 5 CIMENTACION BODEGAS 1, 2 Y 3 Z-3 C-1 AREA A DEMOLER PROYECCION DE AREA A DEMOLER PROYECCION DE AREA A DEMOLER PROYECCION DE Y COLUMNA METALICA COLUMNA DE CONCRETO PISO DE CONCRETO AREA A DEMOLER PROYECCION DE AREA TECHADA A DEMOLER 5 5 MURETE H= 0.50 JUNTA 2" JUNTA 2" JUNTA 2" JUNTA 2" JUNTA 2" JUNTA 2" JUNTA 2" 5 5 5 5 5 5 5 B B BODEGA 3 CANALETA SUMIDERO N.P.T.=-0.15 5 5 5 5 5 5 5 5 5 5 5 5 G F MURO NUEVO MURO EXISTENTE AREA TECHADA EXISTENTE ELECTRICA SUB ESTACION 5 5 5 N.P.T.=-0.50 C C A A 5 0.025 E 5 0.025 9 5 CIERRE CON PLANCHAS DE FIBRA CEMENTO N.P.T.=0.00 PISO DE CONCRETO PISO DE CONCRETO EJE DE CUMBRERA EJE DE CUMBRERA EJE DE CUMBRERA EJE DE CUMBRERA EJE DE CUMBRERA BODEGA A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C 5 5 5 5 5 5 5 5 5 5 5 D A B 5 5 5 5 5 5 5 5 5 5 5 5 5 15 14 13 12 11 10 8 7 6 5 4 3 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 SALIDA INGRESO H D C A B 5 5 5 5 5 5 5 5 BODEGA 2 BODEGA 1 SH. SH. Cisterna y Caseta de bombeo 5 CIMENTACION ALMACEN Nº 1 Z-4 C-1 Z-3 C-1 Z-3 C-1 Z-3 C-1 Z-3 C-1 Z-3 C-1 Z-3 C-1 Z-3 C-1 Z-3 C-1 C-1 C-1 Z-3 C-1 Z-1 Z-2 C-1 C-1 Z-4 C-1 Z-4 C-1 Z-4 C-1 Z-4 C-1 Z-4 C-1 Z-4 C-1 Z-4 C-1 Z-4 C-1 Z-4 C-1 Z-4 C-1 Z-5 C-1 C-1 Z-4 Z-2 C-1 C-1 Z-2 C-1 C-1 C-1 C-1 Z-2 Z-3 C-1 Z-3 C-1 Z-3 C-1 Z-3 C-1 Z-3 C-1 Z-3 C-1 Z-3 C-1 Z-4 C-1 Z-4 Z-5 C-1 Z-5 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 JUNTA 1" JUNTA 1" JUNTA 1" JUNTA 1" JUNTA 1" JUNTA 1" MURO EXISTENTE MURO EXISTENTE MURO EXISTENTE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC:1/25 CUADRO DE ZAPATAS 5 6d1/2" h=.60 13d1/2" Z-1 5 5 h=.60 6d1/2" Z-3 5 5 6d1/2" h=.60 6d1/2" Z-4 5 5 6d1/2" h=.60 13d1/2" Z-2 5 5 6d1/2" h=.60 6d1/2" Z-5 5 5 .10 d DE COLUMNAS Ó VIGA 5 d ESPECIFICADO DETALLE TIPICO DOBLADO DE ESTRIBOS S/E NFZ -1.40 SOLADO 5 NPT.%%VARIABLE X X 5 ESC:1/25 2 5 5 5 re. @.20 3/8",1@.05,6@.10, DETALLE PEDESTAL TIPICO CORTE X-X 5 5 TÍP. ESC:1/25 5 3/8",1@.05,5@.10, re.@.20 8d 3/4" 5 COLUMNA METALICA Z-2 C-1 C-1 ESCALA 1/25 DETALLE DE CERCO CORTE 1-1 SOBRECIMIENTO EXISTENTE CIMIENTO EXISTENTE MURO EXISTENTE VIGA EXISTENTE VIGA EXISTENTE 5 5 5 5 5 SOBRECIMIENTO ENSANCHAMIENTO DE CIMIENTO MURO VIGA VC-1 5 5 NPT. VARIABLE 5 ESCALA 1/25 DETALLE DE MURO CORTE 2-2 CIMIENTO EXISTENTE 5 5 5 5 SOBRECIMIENTO NUEVO MURO NPT. VARIABLE ESCALA 1/25 DETALLE DE MURO CORTE 3-3 5 5 5 SOBRECIMIENTO EXISTENTE MURO NUEVO VIGA EXISTENTE NPT. + MURO EXISTENTE 5 C/ EXTREMO 4d1/2" C-2 CUADRO DE COLUMNAS C-1 ESCALA: 1/20 1@0.05, 4@0.10, re@.0.20 d1/4",TIPICO 5 5 5 5 C/ EXTREMO 8d3/4" d3/8",TIPICO 3@0.05, 6@0.10, re@.0.20 5 5 5 5 5 5 5 5 5 G F 5 5 5 E 9 C 5 5 5 D A B 5 5 5 5 5 5 5 5 5 5 5 5 5 15 14 13 12 11 10 8 7 6 5 4 3 1 5 2 H D C A B 5 PLANTA DE TECHO METALICO BODEGAS 1, 2 Y 3 MURO EXISTENTE TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 3 TIJERAL 3 TIJERAL 2 VM-01 VM-01 VM-01 VM-01 VM-01 VM-01 VM-01 VM-01 VM-01 VM-01 VM-02 VM-01 VM-01 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-01 VM-01 VM-01 VM-01 VM-01 VM-01 VM-02 VM-01 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-01 VM-01 VM-01 VM-02 VM-01 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-01 VM-01 VM-01 VM-02 VM-01 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-01 VM-01 VM-01 VM-01 VM-01 VM-02 VM-01 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-01 VM-01 VM-01 VM-01 VM-01 VM-02 VM-01 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-01 VM-01 VM-01 VM-01 VM-01 VM-02 VM-01 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-01 VM-01 VM-01 VM-01 VM-01 VM-02 VM-01 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-01 VM-01 VM-01 VM-01 VM-01 VM-02 VM-01 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-01 VM-01 VM-01 VM-01 VM-01 VM-02 VM-01 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-01 VM-01 VM-01 VM-01 VM-01 VM-01 VM-01 VM-01 VM-01 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 PROY. CANALETA PROY. CANALETA PROY. CANALETA PROY. CANALETA PROY. CANALETA PROY. CANALETA PROY. CANALETA ARRIOSTRE d1/2" LISO (TIPICO) ARRIOSTRE d1/2" LISO (TIPICO) ARRIOSTRE d1/2" LISO (TIPICO) ARRIOSTRE d1/2" LISO (TIPICO) ARRIOSTRE d1/2" LISO (TIPICO) ARRIOSTRE d1/2" LISO (TIPICO) ARRIOSTRE d1/2" LISO (TIPICO) ARRIOSTRE d1/2" LISO (TIPICO) ARRIOSTRE d1/2" LISO (TIPICO) ARRIOSTRE d1/2" LISO (TIPICO) ARRIOSTRE d1/2" LISO (TIPICO) ARRIOSTRE d1/2" LISO (TIPICO) 5 G E G E 5 DETALLE 04 VM - 02 VM - 01 \A1;BRIDA SUPERIOR 2L 2"x2"x\S3/16;" \A1;2L 1\S1/2;"x1\S1/2;"x\S3/16;" DETALLE 07 DETALLE 08 \A1;2L 1" x 1" x \S1/8;" VM - 01 CUBERTURA DE PLANCHAS DE ETERNIT DE 6' \A1;2L 1\S1/2;"x1\S1/2;"x\S3/16;" \A1;BRIDA SUPERIOR 2L 2"x2"x\S3/16;" VM - 01 VM - 02 DETALLE 06 COLUMNA METALICA \A1;2L 1\S1/2;"x 1\S1/2;"x \S1/8;" \A1;BRIDA INFERIOR 2L 1\S1/2;"x1\S1/2;"x\S3/16;" \A1;2 L 2" x 2" x \S1/8;" \A1;2 L 2" x 2" x \S1/8;" \A1;2L 1\S1/2;"x 1\S1/2;"x \S1/8;" COLUMNA METALICA DETALLE 09 ESC: 1/50 TIJERAL T-3 \A1;BRIDA INFERIOR 2L 1\S1/2;"x1\S1/2;"x\S3/16;" 5 DETALLE 05 5 5 5 5 5 5 5 MURO EXISTENTE PROY. CANALETA PROY. CANALETA EXISTENTE AREA CONSTRUIDA EXISTENTE COLUMNA DE CONCRETO COLUMNA DE CONCRETO COLUMNA DE CONCRETO Z-5 C-1 Z-5 C-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 C-2 C-2 C-2 C-1 C-2 1 1 JUNTA 1" JUNTA 1" VM-01 C/ EXTREMO 4d1/2" 1@0.05, 4@0.10, re@.0.20 d1/4",TIPICO VIGA VC-1 C/ EXTREMO 4d1/2" 1@0.05, 4@0.10, re@.0.20 d1/4",TIPICO 5 5 5 5 5 5 PLOTEO 1/100 RED .1 YELLOW .2 GREN .3 CYAN .35 BLUE .4 MAGENTA .5 WHITE .45 8 .1 33 .2 RESTO .1 BODEGAS 1, 2 Y 3 ESTRUCTURAS - CIMENTACION E-1 DEPOSITOS S.A. CAD: UBICACION: PLANO: PROPIETARIO: PROFESIONAL: REVISADO: FECHA: LAMINA: ESCALA: 1/100 ESCALA: LAMINA: FECHA: AGOSTO 2007 ING. L.P.D. REVISADO: PROFESIONAL: PROPIETARIO: PLANO: UBICACION: CAD: DEPOSITOS S.A. MOSSELI D. E-2 ESTRUCTURAS - TECHOS BODEGAS 1, 2 Y 3 BODEGAS 1, 2 Y 3 ESTRUCTURAS - DETALLES E-3 DEPOSITOS S.A. AV. ARGENTINA 2424 ESQ. CALLEJON VILLEGAS - CALLAO CAD: UBICACION: PLANO: PROPIETARIO: PROFESIONAL: REVISADO: AGOSTO 2007 FECHA: LAMINA: ESCALA: 1/100

Language	Spanish
Drawing Type	Plan
Category	Retail
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	armazenamento, autocad, barn, bulk, celeiro, comercial, commercial, cortes, deposits, details, distribution, DWG, grange, lifts, metal, plan, plans, scheune, storage, structural, structures, tanks, technical, warehouse, warehouses